contruction plans for · c-02 n 0 100 feet 400 57-4-3 canal 57-4-4 c ana l 57-4-6 canal 57-4-2...

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

1095

4

4

275

295

75

10

75

75

95

75

75

TURNPIK

E

BEE LINE

EXPRESSWAY

FLOR

IDA S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

ABBREVIATIONS

L

L

SITE LOCATION

= UNDERDRAIN

= HANDICAPPED PARKING SPACE

= SWALE & DIRECTION OF FLOW

= DIRECTION OF DRAINAGE FLOW

= EXISTING PAVEMENT ELEVATION

= EXISTING ELEVATION

= PROPOSED PAVEMENT ELEVATION

= PROPOSED ELEVATION

= MITERED END / FLARE END SECTION

= CONTROL STRUCTURE

= U-ENDWALL

= HEADWALL

= STORM SEWER & STRUCTURE

= PUMP STATION

= SANITARY SEWER LATERAL & CLEAN-OUT

= SANITARY SEWER MANHOLE

= BACKFLOW PREVENTOR / ABOVE GROUND METER

= REDUCER

= IRRAGATION METER

= WATER METER

= PIPE PLUG

= BLOW-OFF

= BLOW-OFF W/ BACTERIAL SAMPLE POINT

= FIRE HYDRANT

= IN-LANE VALVE W/ BOX

= AIR RELEASE VALVE

SYMBOLS

OWNER AND UTILITY COMPANIES PROVIDING SERVICES

1/27/2016 3:22:48 PM PW:\202116\000000000053055\13.00_CAD\Homestead\ECWCD\57-4-6\Updated_Bid\C-01-Cover.dgnJSTARR

INDEX TO PLAN SHEETS

VICINITY / LOCATION MAP

NOT TO SCALE

CONTRUCTION PLANS FOR:

N

BYDATENO. REVISION DESCRIPTION

1

2

3

4

5

6

7

8

9

10

XX.X

XX.XX

X.X

X.X

X

X.XX' LT/X.XX' RT = FEET LEFT OR FEET RIGHT

UTF = UNITED TELEPHONE OF FLORIDA

UP = UTILITY POLE

UE = UTILITY EASEMENT

STR = STORM SEWER STRUCTURE

STA. = STATION

SB = SOIL BORING

SAN = SANITARY SEWER

R/W or ROW = RIGHT OF WAY

RCP = REINFORCED CONCRETE PIPE

PVI = POINT OF VERTICAL INTERSECTION

PVC = POLYVINYL CHLORIDE PIPE

P.U.E. = PUBLIC UTILITY EASEMENT

P = PROPERTY LINE

NIC = NOT IN CONTRACT

NGVD = NATIONAL GEODETIC VERTICAL DATUM

MH = MANHOLE

L.M.E. = LAKE MAINTENANCE EASEMENT

LF = LINEAR FEET

INV = INVERT

HDPE = HIGH DENSITY POLYETHLENE

FPL OR FP&L = FLORIDA POWER & LIGHT

F = FLOW LINE

FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION

ERCP = ELLIPTICAL REINFORCED CONCRETE PIPE

EOP = EDGE OF PAVEMENT

EL. or ELEV. = ELEVATION

DIP = DUCTILE IRON PIPE

DE = DRAINAGE EASEMENT

CUE = COUNTY UTILITY EASEMENT

CMP = CORRUGATED METAL PIPE

{ = CENTERLINE

CATV = CABLE TELEVISION

} = BASELINE

BOC = BACK OF CURB OR GUTTER

P.E. NO. 51970

DONALD R. HOLCOMB , P.E.

OF RECORD:

ENGINEER

DONALD R. HOLCOMB

MANAGER:

PROJECT

LS6541

MARK HOLT, DSM

SURVEYOR:

PROJECT

LEHIGH ACRES, FLORIDA

SECTION 4, TOWNSHIP 45 SOUTH, RANGE 27 EAST,

STRUCTURAL - WALKWAY DETAILS (2 OF 2)

STRUCTURAL - WALKWAY DETAILS (1 OF 2)

STRUCTURAL - CONCRETE CAP DETAILS

STRUCTURAL - WEIR ELEVATION

STRUCTURAL - WEIR GENERAL NOTES

CROSS SECTIONS

TELEMETRY DETAILS

WEIR GATE DETAILS

WEIR PLAN

& EROSION CONTROL DETAILS

GENERAL NOTES, DEMOLITION

AERIAL

COVER SHEET

SP1-5

SP1-4

SP1-3

SP1-2

SP1-1

C-07

C-06

C-05

C-04

C-03

C-02

C-01

TO ANY CONSTRUCTION ACTIVITIES

UTLITIES WITHIN THE PROJECT AREA PRIOR

CALL 1-800-432-4770 TO VERIFY ANY EXISTING

CONTRACTOR TO CONTACT SUNSHINE ONE

NOTE:

SHEET C-01 OF C-07DATE: 08/2010 DRAWING FILE: C-01-COVER

HDR Engineering, Inc.

Sarasota, FL 34232-6233

Certificate of Authorization 4213

Vendor No. 47-0680568

2601 Cattlemen Road, Suite 400

Contract No. 3806

PHONE: (239) 338-2929

FORT MYERS, FLORIDA 33907

2301 MCGREGOR BOULVARD

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PHONE: 1-800-599-2356

NORTH FORT MYERS, FLORIDA 33918

P.O. BOX 3455

LEE COUNTY ELECTRIC COOPERATIVE

PHONE: (239) 369-1756

LEHIGH ACRES, FLORIDA 33936

1000 JOEL BOULEVARD

LEHIGH FIRE AND RESCUE DISTRICT

PHONE: (239) 368-1615


1229 HOMESTEAD ROAD N.

FLORIDA GOVERNMENTAL UTILITY AUTHORITY

PHONE: (239) 590-0440

FORT MYERS, FLORIDA 33912

5100 DANIELS PARKWAY, SUITE 300/400

CENTURYLINK

PHONE: (239) 368-0044


601 EAST COUNTY LANE

LEHIGH ACRES MUNICIPAL SERVICES IMPROVEMENT DISTRICT

DAVID DEETSCREEK

KEN THOMPSON

MICHAEL WELCH

J. NATHAN STOUT

MIKE BONACOLTA

LA-MSID BOARD OF COMMISSIONERS:

EMAIL: [email protected]

FAX: (239) 368-5412

PHONE: (239) 368-0044


601 EAST COUNTY LANE

DISTRICT (LA-MSID)

LEHIGH ACRES MUNICIPAL SERVICES IMPROVEMENT

OWNER:

(S-AW-2)

LA-MSID WEIR 57-4-6 REPLACEMENT PROJECT

82

FS

884

C-02

N

0 100

Feet

400

57-4-3 CANAL

57-4-4

CA

NA

L

57-4-6 CANAL

57-4-2 CANAL

PE

RIM

ET

ER

CA

NA

L

PROJECT WEIR 57-4-6 LOCATION

PARKSIDE ST.

RIC

HM

OND

AVE.

SHADYSIDE ST.

DALE

VIE

W

AVE.

HIG

HVI

EW

AVE.

MA

PLE

AV

E.

S

SO

UT

HL

AK

E

DR.

IDLE

VIE

W

AV

E.

JAY VIEW AVE.

XXXXXXXXXXXXXXXXXXXX ACCESS ROUTE XXXXXXXXXXXXXXXXXXXX

EA

GLE

SM

ER

E

DR.

WE

ST

ON

RD.

L'HOMMEDIEU ST.

DANBY RD.RIC

HM

ON

D

AV

E.

PL

AIN

FIE

LD

ST.

DA

NB

Y R

D.

SUNRISE BLVD.

GARDENSIDE CT.

LA-MSID WEIR 57-4-6 PROJECT

AERIAL

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BYDATENO.

NO.

SHEETREVISION DESCRIPTION

1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

51970

DONALD R. HOLCOMB, P.E.DATE:

PROJECT NUMBER:

SECTION: TOWNSHIP: RANGE:

FILE NAME:

27454WEIR 57-4-6

08/2010Certificate of Authorization 4213




LA-MSID

C-03

N

GENERAL NOTES:

57-4-6 EROSION CONTROL & TURBIDITY BARRIER PLAN

SCALE: 1" = 50'

TEMPORARY EROSION CONTROL NOTES:

TOP OF BANK TO ONE FOOT (1') BELOW THE CANALS NORMAL WATER ELEVATION.

BANK SLOPE. CONTRACTOR ALSO SHALL SOD ALL DISTURBED CANAL AREAS FROM

CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF TOP OF

SPECIFICATIONS THEREOF.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTUCTION AND ANY SUPPLEMENTAL

LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD

ALL MATERIALS, MEANS AND CONSTRUCTION METHODS SHALL CONFORM WITH THE

STANDARDS DEFINED IN 29 CFR 1926.650 PART "P".

FLORIDA "TRENCH SAFETY ACT" BILL #PCS/HB 3183 AND SB 2626, ALONG WITH OSHA

ALL APPLICABLE TRENCH SAFETY STANDARDS SET FORTH IN THE STATE OF

TRENCH EXCAVATIONS IN EXCESS OF FIVE FEET (5') DEEP SHALL COMPLY WITH

ACCORDANCE WITH LOCAL, COUNTY AND STATE REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC IN

WHICH THEIR BIDS SHOULD BE BASED.

REGARDING THE ACTUAL CONDITIONS THAT MAY BE ENCOUNTERED, AND UPON

INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS

CONTRACTORS ARE ENCOURAGED, PRIOR TO BIDDING, TO CONDUCT ANY SITE

MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL PROSPECTIVE

CONTRACTOR IN ASSESING THE NATURE AND EXTENT OF THE CONDITIONS WHICH

THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE

ENGINEER OF ANY DISCREPANCIES FOUND IN THE QUANTITES.

VERIFY ALL QUANTITIES SHOWN ON THE PLANS AND PROMPTLY NOTIFY THE

ALL QUANTITIES SHOWN HEREON ARE APPROXIMATE. THE CONTRACTOR SHALL

CENTER - PREVIOUS U.N.C.L.E.).

(48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE ONE CALL

AGENCIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY ALL REQUIRED UTILITIES AND GOVERNMENT

STARTING ANY CONSTRUCTION ACTIVITIES.

STATE, COUNTY AND/OR LOCAL CONTSRUCTION PERMITS / APPROVALS PRIOR TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED FEDERAL,

FOR ANY DAMAGE WHICH MAY OCCUR BY FAILING TO PRESERVE THEM.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND

WORK.

TEMPORARY POWER, ETC. NECESSARY FOR THE COMPLETE EXECUTION OF THE

FACILITIES, ROCK EXCAVATION, DEWATERING, MATERIAL DELIVERY AND STORAGE,

TASKS (NOT ALL INCLUSIVE) INCLUDING SUCH ITEMS AS FIELD OFFICE, SANITARY

PRICE INCLUDED IN THE BID SCHEDULE. NO SEPARATE PAYMENT WILL BE MADE FOR

COMPENSATION FOR THE WORK AS SHOWN ON THE PLANS SHALL BE AT THE UNIT

ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

7.

6.

5.

4.

3.

2.

1.

DEMOLITION PLAN

N.T.S.

TOP

TOP

(SEE DETAIL "A" THIS SHEET.)

LINING (SHADED).

& ALL CANAL BOTTOM & EMBANKMENT

REMOVE EXISTING CONCRETE BLOCKS

DEMOLITION:

N.T.S.

DETAIL "A"

STABILIZED SITES SUCH AS STORM SEWERS, CANALS OR STREAMS.

SILTATION BASINS OR DIRECTED THROUGH FILTERS BEFORE DISCHARGING TO ANY

ENCOUNTER GROUNDWATER. ALSO, ALL DEWATERING FLOWS MUST BE SETTLED IN

ADEQUATE CAPACITY TO DEWATER THE TRENCH AND ANY EXCAVATIONS THAT

THE CONTRACTOR SHALL FURNISH AND OPERATE SUITABLE EQUIPMENT OF

WORK LIMITS AND RIGHT-OF-WAYS IS STRICTLY PROHIBITED.

STREAM CORRIDOR, WETLAND AREA, ANY SURFACE WATERS OR OUTSIDE OF THE

INDISCRIMINATE, ARBITRARY OR CAPRICIOUS OPERATION OF ANY EQUIPMENT IN A

PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION.

AFTER THEY ARE NO LONGER NEEDED. ALL OF THE TRAPPED SEDIMENT MUST BE

DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS COMPLETED OR

ALL TEMPORARY EROSION CONTROL PRACTICES SHALL BE PROPERLY REMOVED AND

ACTUAL CONSTRUCTION OF THE PROJECT.

TREES, SHRUBS, GRASSES AND OTHER VEGETATION THAT MUST BE REMOVED FOR THE

EXISTING TREES SHALL BE PROTECTED AS MUCH AS POSSIBLE. REMOVE ONLY THOSE

STORM WATER OR OTHER NATURAL FORCES.

THEY WILL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WIND, RAIN,

AND OTHER CONSTRUCTION DEBRIS ON THE PROJECT SITE IN SUCH A WAY THAT

CONTRACTOR SHALL CONTROL ALL WASTES, GARBAGE, TRASH, UNUSED MATERIALS

ANY STORM SEWERS, DITCHES, CANALS OR STREAMS.

AS NEEDED TO PREVENT SILT AND OTHER CONSTUCTION DEBRIS FROM ENTERING

INSTALLING AND MAINTAINING SILT FENCES, STRAW BALES, SEDIMENT BASINS, ETC.

SEDIMENT SHALL BE PREVENTED FROM DISCHARGING OFF OF THE PROJECT SITE BY

EACH INDIVIDUAL STRUCTURE.

THE LUMP SUM BID PRICE FOR "TEMPORARY EROSION CONTROL". ASSOCIATED WITH

PAYMENT FOR TEMPORARY EROSION CONTROL MEASURES SHALL BE INCLUDED IN

23.89'

24.90'

25.32'

25.75'

25.08'

25.12' 25.64'

23.80'

25.40'

TOB

26.72'

TOB

21.00' 21.00'

MORE INFORMATION

SEE CROSS SECTIONS FOR

EXCAVATION

REMOVAL OF EXISTING STRUCTURE

STATION NORTH EAST

P.O.T.ALIGNMENT

820,262.699810+00.00 781,068.2282} CONST.

} CONST. 21+17.57 821,380.1398 781,051.4204

BEARING

AHEAD

CURVE AND COORDINATE DATA TABLE

THE REMOVAL OF THE CONCRETE BLOCKS AND CANAL LINING DEBRIS.

DEMOLITION PLAN SHALL INCLUDE EQUIPMENT AND METHODS TO BE UTILIZED FOR

OF RECORD PRIOR TO ANY COMMENCEMENT OF DEMOLITION ACTIVITIES. THE

2. CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN TO THE STRUCTURAL ENGINEER

(CONCRETE BLOCKS TO BE SALVAGED FOR ECWCD).

AS INDICATED ABOVE, AND ANY OTHER DEBRIS ASSOCIATED WITH THE DEMOLITION.

1. CONTRACTOR SHALL REMOVE THE EXISTING +/- 2 FOOT HIGH CONCRETE BLOCKS,

NOTES:

X102 - XX -

XX

XX.XX NGVD

(SEE SHEET C-04 FOR LOCATION

4" BRONZE SURVEY MONUMENT ( )

TURBIDITY BARRIER

SILT FENCE SILT FENCE

SILT FENCE


EROSION CONTROL DETAILS

GENERAL NOTES, DEMOLITION &

4400

-863-932 DISM-AL

MOC.DISM-AL.WW

W

)2

-

WA - S( 6 - 4

- 75

-

S

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BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

51970


PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6





LA-MSID

N

57-4-6 CANAL

0 10 40

Feet

C C

A A50' R/W

26.025.4

21.9

19.2

18.6

19.7

22.3

25.3

26.6

W1

W2

1819

20

BB

50' R/W

28.426.4

23.7

21.6

19.7

21.3

25.2

28.727.2

27

27

27

27

17 18

19

19

20

20

20

20

21

21

21

21

22

22

22

22

23

23

23

23

24

24

24

24

25

25

25

25

25

25

26

26

26

26

26

27

27

28

20'

20'

10'

20'20'

20'

20'

5'

5'

C-04

26 2

5

24

23

22

21

21

22

23

24 26

25

1920

EL. 24.5 FT N.G.V.D.

CREST LENGTH 20.0 LF, CREST

WEIR W/CONCRETE CAP.

INSTALL 58.083 LF SHEET PILE

(PER DETAIL SHEET SP1-2).

WITH RAILINGS AND STAIRS

PROPOSED 36" WIDE WALKWAY

PROPOSED CHAINLINK FENCE.

ACTUATORS. METER AND BOX TO BE WITHIN

CONNECT ELECTRIC FROM POLE TO THE

SERVICE THE SITE. CONTRACTOR TO

CONTACT LEE COUNTY ELECTRIC CO-OP TO

& LOCKING DISCONNECT. CONTRACTOR TO

PROPOSED ELECTRIC SERVICE/METER POLE

(SEE DETAIL ON SHEET C-06)

PROPOSED MONITORING PLATFORM

& SHORE PROTECTION)

SPECIFICATIONS SECTION 530-2.2.1 RUBBLE BANK

AND INSTALLATION PER F.D.O.T. STANDARD

RUBBLE RIP-RAP WITH FILTER FABRIC (MATERIALS

STA. 19+37.99

STA. 18+50.00

(100' R/

W)

57-4-6

CA

NA

L

DATA)

COORDINATE

C-03 FOR

(SEE SHEET

} OF CONST.

STA. 20+00.00

ENCLOSURE BOXES TO FIT THE ACTUATORS.

CONTRACTOR WILL BE REQUIRED TO FABRICATE STAINLESS STEEL

COORDINATE PURCHASE AND DELIVERY OF GATES AND ACTUATORS.

PURCHASES BY OWNER. CONTRACTOR WILL BE REQUIRED TO

ENCLOSURE BOXES. GATES AND ACTUATORS MAY BE DIRECT MATERIAL

FORM CONCRETE COLLAR AND INSTALL GATES, ACTUATORS AND

STAINLESS STEEL ENCLOSURE BOXES. CONTRACTOR TO CUT OPENINGS,

(2) 10' x 2' ALUMINUM SLIDE GATES WITH ELECTRIC ACTUATORS ANDATTACHED OUTSIDE

6P ENCLOSURE INSIDE AND TELEMETRY ANTENNA

ENCLOSURE WITH 16" x 18" CAMPBELL SCIENTIFIC

32" x 21.5" x 15" POWDER COATED STEEL

PROPOSED EQUIPMENT BOX INSTALLED ON RAILING

ELEVATION

SET TO PROPER N.G.V.D.

PAINTED STEEL BEAM)

STAFF GAUGE (S 5 x 10

PROPOSED I-BEAM WITH

ELEVATION

SET TO PROPER N.G.V.D.

PAINTED STEEL BEAM)

STAFF GAUGE (S 5 x 10

PROPOSED I-BEAM WITH

COATED HEAVY WIRE FENCE TYP.)

CHAINLINK GATES CENTERED ON CATWALK (GREEN

STRANDS OF BARBED WIRE AND DOUBLE 6' WIDE

INSTALL 60 LF OF 6' HIGH CHAINLINK FENCE WITH 3

COATED HEAVY WIRE FENCE TYP.)

CHAINLINK GATES CENTERED ON CATWALK (GREEN

STRANDS OF BARBED WIRE AND DOUBLE 6' WIDE

INSTALL 110 LF OF 6' HIGH CHAINLINK FENCE WITH 3

N.T.S.

CANAL BOTTOM FOOTER DETAIL

RIP R

AP

2.5' R

UB

BLE

(TUCKED UNDERNEATH FOOTER)

INDEX NO. 199 OR APPROVED EQUAL

ACCORDANCE WITH FDOT DESIGN STANDARD

FILTER FABRIC SHALL BE TYPE D-2 IN

(1) #5 REINFORCEMENT ROD

W3 x W3

6" x 6"

WELDED WIRE REINFORCEMENT

6"

8"

12"VARIES

30"

DO

WN

ST

RE

AM

18"

UPS

TR

EA

M

EXIST. R/W EXIST. R/W

SA

N

SANITARY

EXISTING TOP OF BANK

EXISTING TOE OF BANK

EXISTING RIGHT OF WAY

BASELINE

LEGEND

EXISTING STRUCTURE

DIRECTION OF FLOW

26.4SPOT ELEVATION

I-BEAM WITH STAFF GAUGE

W1 STAGE READER

20

TOP

TOE

EXISTING CONTOUR

PROPOSED CONTOUR

20

27

CATWALK

PROPOSED 6' HIGH CHAINLINK FENCE

PER FDOT STANDARD SPECIFICATION 350

CONCRETE PAVEMENT PLACED ON CANAL BOTTOM

PER FDOT STANDARD SPECIFICATION 530

RUBBLE RIP-RAP BANK & SHORE

EL. 21.0'

CONC.

EL. 21.0'

CONC.

'8"

'12"

W3 X W3

REINFORCEMENT 6" X 6"

WELDED WIRE

N.T.S.

CANAL BANK FOOTER DETAIL

'24"

REINFORCEMENT ROD

(1) #5

'6"

CO

NC

RE

TE

COST FOR SLOPE PAVEMENT.AGGREGATE, FILTER FABRIC AND SAND SHALL BE INCLUDED IN THE DESIGN STANDARDSINDEXNo.199. COST OF HOLES, WIRE MESH, THE FILTER FABRISHALL BE TYPE D-6 IN ACCORDANCE WITH FDOT

NOTE:

CONTRACTION JOINTS SHALL BE SPACED PER INDEX FDOT INDEX# 281.

NOTE:

REINFORCEMENT6x6 - W3xW3 WELDED WIRE

(MA

X)

0.7

4'

VARIES

1

N.T.S.

SLOPE PAVEMENT DETAIL

10 (MAX)'

VARIES '

2'

1'

0.50'

1.5

0'

L (VARIES)'

L / 3'

L / 3 (10 MAX)'

0.67'

TOP OF BANK

CANAL TOE OF SLOPE FILTER FABRIC

WIRE REINFORCEMENT6x6 - W3xW3 WELDED

CONCRETE PAVEMENT (TYP)CONTINUOUSLY TO EDGES OF WRAP AROUND EMBANKMENT

(<5% PASSING NO. 200 SIEVECLEAN FREE-DRAINING SAND

1.0

0''

2.00''

4"'

FABRICFILTER

#6 AGGREGATE

N.T.S.

DRAIN DETAIL

SLOPE PAVEMENT

6" THICK CONCRETE

WITH S.S. PIPE BANDS)CENTERED OVER END OF PIPE AND SECURED 1 SQ. FT GALV. WIRE MESH (1/4" OPENING,

(<5% PASSING No. 200 SIEVE)CLEAN FREE-DRAINING SAND

@ 8'-0" CENTERS (STAGGERED)DRAIN HOLE FORMED WITH 4" DIA. PIPE


WEIR PLAN & DETAILS

CHOOSES TO DO SO.

FROM THE CONTRACT AND PURCHASE DIRECTLY FROM THE MANUFACTURERS IF IT

C. THE ELECTRIC ACTUATORS

B. THE SLIDE GATES

A. THE STEEL SHEET PILING

6. LA-MSID RESERVES THE RIGHT TO DEDUCT:

5. PLEASE SEE STRUCTURAL SHEETS FOR STRUCTURAL DETAILS.

INSTALLATION OF CONCRETE CAP.

4. CONTRACTOR SHALL VERIFY SHEET PILE ELEVATIONS AND LOCATIONS PRIOR TO

SOIL AROUND THE ENDS MUST BE PROPERLY COMPACTED.

3. SHEET PILE MUST EXTEND A MINIMUM OF 10.0 FEET INTO THE CANAL BANKS, AND THE

MODIFIED.

LONGER SHEET PILES AT HIS EXPENSE. WEIR CREST ELEVATION SHALL NOT BE

2. MINIMUM DIMENSIONS HAVE BEEN PROVIDED. CONTRACTOR MAY PLACE

1. PROPOSED WORK MUST REMAIN WITHIN THE CANAL RIGHT OF WAY.

NOTES:

IT BY PROFESSIONAL SURVEYOR).

INFORMATION AND BM DATA STAMPED INTO

NEAR CORNER OF CONCRETE WITH LA-MSID

WITH BENCHMARK (PLACE AFTER CONSTRUCTION

INSTALL 4" BRONZE DOMED CONCRETE MARKER

TOP

TOE

TO

E

TOP

TOE

TO

E

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BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

51970


PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6





LA-MSID

C-05

29.00

TOP OF GRATE ELEV.

36" WIDE WALKWAY

23.5

"

27.5

"

108" STEM C-LINE TO STEM C-LINE

29"

128" O/ALL

120" CLEAR OPENING

40" 40"

15"15"15"15"15"15"15"

(8) •" DIA. ADHESIVE ANCHORS 7" LG. SPACED AS SHOWN

ADHESIVE SUPPLIED BY OTHERS

…" DOWN-STOP BOLT

TO S

PLIC

E

INV. 24.5

(TOP DOWN OPENING)

120" x 24" ALUMINUM WEIR GATE

(N.T.S.)

MYLAR POSITION INDICATORS

PLASTIC STEM COVER W/

# BC-102-245 W/ CLEAR

TYPE 102 OPERATOR DWG.

GUSSETSHAFT

INTERCONNECTING

SPLINED ALUMINUM

U.H.M.W. STEM GUIDES

RING GEAR ON TOP

POSITION INDICATORS

COVER 28" LG. W/ MYLAR

SHAFTS & CLEAR PLASTIC STEM

TYPE 102 OPERATOR DWG.

BOLT ON YOKE FOR SLIDE REMOVAL

(5) •

" DIA.

AD

HE

SIV

E

AN

CH

OR

S

AD

HE

SIV

E

SUP

PLIE

D

BY

OT

HE

RS

SP

AC

ED

AS

SH

OW

N

7" L

G.

& (1) 9" L

G. (P

ER

SID

E)

2.2

5"

19.2

5"

(2) S

TIF

F.

SP

AC

ED

AS

SH

OW

N

1 •

" DIA.

TYP

E 304 S.S.

ST

EM

24" S

LID

E

HT.

AB

OV

E IN

V.

EL. 26.50

TOP OF GATE FULLY RAISED

INV. EL. 24.50

3" x 1" MIN. BOXOUT REQUIRED

FU

LL

Y R

AIS

ED

‚" x 6" FLAT BAR

AB

OV

E

GR

AT

E

43" T

O

TOP

OF

RAIL

103‚

" (MIN.) L

ON

G

TH

RD.

32" F

OR 24" OF

TR

AV

EL

Ž"

34"

10"

10"

10"

12"

5.5

"

116‡

" (MIN.)

89

…" (MIN.)

54" T

O

TOP

OF

GR

ATIN

G

52.5

"

TO

TA

L S

LID

E

HT.

26.5

"

TOP OF GRATE EL. 29.00

36" WIDE WALKWAY

TO ANY CONSTRUCTION ACTIVITIES.

UTILITIES WITHIN THE PROJECT AREA PRIOR



NOTE:

(MIN.) (S

EE

NO

TE 6)

35

…"

SERIES TEC 2000

EIM CONTRACTORS

ELECTRIC OPERATOR

STAINLESS STEEL ACTUATOR ENCLOSURE BOX

ABOVE AND BELOW YOKE

ADJUSTABLE STOP COLLARS

SWING (SEE NOTE 6)

OUTLINE OF HANDWHEEL

TOP OF RAILING EL. 32.58

CONCRETE WEIR CAP

7.

6.

5.

4.

3.

2.

1.


WEIR GATE DETAILS

BOX FABRICATED AND INSTALLED BY THE CONTRACTOR (SEE EXISTING HARNS MARSH ENCLOSURE FOR DETAILS).

ELECTRIC ACTUATORS TO BE INSTALLED INSIDE A FRONT AND SIDE HINGED STAINLESS STEEL ENCLOSURE

TOP OF GRATE TO TOP OF YOKE ACCORDINGLY.

OUTLINE OF HANDWHEEL SWING SHALL CLEAR TOP RAIL OF HANDRAIL. ADJUST VERTICAL DIMENSION FROM

VERTICAL STIFFENERS = 2•" x 2•" x‚" ANGLE &‚" x 4" FLAT BAR

CENTER STIFFENERS =‚" x 6" FLAT BAR

TOP STIFFENERS = 8" CHANNEL 5.79 #/FT

BOTTOM STIFFENERS = 10" CHANNEL 8.36 #/FT

YOKE = 6" CHANNEL 4.03 #/FT.

FOR GATE SECTIONS AND DETAILS SEE: BC-815-150-52;

GATE SPLICED FOR SHIPPING PURPOSES. SEE BC-815-150-S4 FOR DETAILS.

MANUFACTURED BY EIM CONTOLS, INC. OR AN APPROVED EQUAL SUBMITTED PRIOR TO BIDDING.

ALUMINUM WEIR GATES ARE MANUFACTURED BY WHIPPS, INC., AND THE ELECTRIC ACTUATORS ARE

THE MANUFACTURER AND SUBMITTED TO LA-MSID FOR APPROVAL.

DETAILS FOR ALL GATES AND ACTUATORS ARE APPROXIMATE. FINAL SHOP DRAWINGS WILL BE SUPPLIED BY

(UNLESS PURCHASED DIRECTLY BY OWNER) AND INSTALLED BY CONTRACTOR.

ALL GATES ARE TO BE EQUIPPED WITH ELECTRIC ACTUATORS. ELECTRIC ACTUATOR MUST BE SUPPLIED

NOTES:


BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LEE

ENGINEER OF RECORD:

FLORIDA REG. NO.: DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6

LA-MSID

C-06

84134000

GN

3-

32

VD

C

10

AM

P 24-

280

VA

C

4/

A2-

1/

L1

+3/

A1

2/

T1

84134000

GN

3-

32

VD

C

10

AM

P 24-

280

VA

C

4/

A2-

1/

L1

+3/

A1

2/

T1

BATTERY

AMP HOUR

12 VOLT 36

ITEM DESCRIPTION MANUFACTURER COMMENTS

CR1000 CAMPBELL SCIENTIFIC 1

TOTAL

PROJ.

CAMPBELL SCIENTIFIC 1

HYDROLOGIC SERVICES AMERICA 1

1

1

1PCTEL BGYD890K YAGI ANTENNA

1ANTENNA CABLE N-MALE

1

CAMPBELL SCIENTIFICCH 100/9591

1INTERSTATE BATTERIESSLA 1156 12 VOLT DC 35 AMP HOUR BATTERY WITH HARDWARE

2500-1C0-00010 KPSI

KPSI 50' 2 SEPERATE CABLES 25' EACH0424ER

CABLE 4 WIRE SOLD PER FT.

WATER LEVEL SENSOR CABLE - KPSI POLYURETHANE - JACKETED VENT

2SERIES 2000 EIM

CONTROL.

OPERATOR, MANUAL FLYWHEEL WITH SOCKET ADAPTER FOR MANUAL

POSITION INDICATOR, LOCAL FRONT PANEL SELECTABLE MANUAL / AUTO

INTERNAL 10K GATE POSITION POTENTIOMETER, LOCAL VISUAL GATE

EIM ACTUATOR - P/N BASED ON SPECIFIC GATE TORQUE AND THRUST.

2

EIM CONTROLS

2GATE AC POWER MONITOR CONSISTING OF AAE-201L-0, SOCKET

1MAIN AC POWER MONITOR CONSISTING OF AAE-201L-0, SOCKET

TO ANY CONSTRUCTION ACTIVITIES.

UTILITIES WITHIN THE PROJECT AREA PRIOR



NOTE:

1 1/2" DIA. GALV. PIPE RAILINGS

2" X 6" FRAME

2" X 8" PLANKING

SEE DETAILED DRAWINGS

2"DIA. GALV. PIPE LEGS

WALKWAY CONSTRUCTIONWOODEN WALK WITH PIPE LEGS AND RAILING

LEG BACKSET

6" TO 12"

NOT CRITICAL

VARIABLE

1' TO 3'

SITE SPECIFIC

39"

SHT 1 OF 2

1/2" SPACING

SCALE

DATE

ENGINEER

ORGAPPCORCHBYREVISION DESCRIPTIONDATEREV

CHKD

DRAWN

FILENAME

PLOT SCALE

WFH

WFH

WFH

DIAG. BRACES

2" DIA. GALV PIPE

DETERMINED BY A QUALIFIED

SEE MAIN SITE PLANS / LAYOUT

PLUMB.

10.- INSTALLATION MUST BE LEVEL AND

NAILS FOR PLANKING.

USE 16d HOT DIP GALV. "RING SHANK"

FRAMING.

9.- USE 16d HOT DIP GALV. NAILS FOR

BRACE IS REQUIRED

EXCEEDS 8', A LOWER STILLING WELL

WALK LEVEL AND CANAL BOTT. LEVEL

8.- IF THE DISTANCE BETWEEN THE

THE NECESSARY STABILITY CAN BE

SPAN BETWEEN

ALLTHREAD, IS STAINLESS STEEL.

7.- ALL HARDWARE, INCLUDING THE

GALVANIZED.

6.- ALL NAILS ARE HOT DIPPED

GALVANIZED. (SCHD. 80)

5.- ALL PIPE IS THICK WALL RIGID

4.- CROSS CONNECTORS ARE "SPEED RAIL"

ENGINEER.

AN INSERTION NEEDED TO OBTAIN

MUD OR SAND IS ENCOUNTERED,

CASES WHERE EXTREMELY DEEP

LENGTHS AS REQUIRED. IN SPECIAL

REFUSAL, ADDING COUPLINGS AND

OR HYDRAULICALLY. DRIVE TO

CAN BE DRIVEN EITHER MANUALLY

3.- THE PIPE LEGS

FACILLITATE CONSTRUCTION. SEE SOP.

AT THE END OF EACH FRAME TO

WALKWAYS, LEG SETS ARE ADDED

FOR LONG, MULTIPLE FRAME

LEG SETS NOT TO EXCEED 10'.

2.-

DETERMINED BY SITE REQUIREMENTS.

1.- WALKWAY LENGTH IS

NOTES:

CROSS #10

2" to 1 1/2" ALUMINUM OFFSET

2" PIPE WITH WELL POINT ON

TRANSDUCER

END FOR PRESSURE

12" X 12" X 12" EQUIPMENT BOX

SE 1 2 3 4 5 6 7 8

1 2 3 4

H L LH LH LH EX1

P1

P2

DIFF

DIFF H LLH

65

1211109SE

EX2

H LH L

87

16151413

EX3

POWER OUT

G 5V

G SW-

12

G 12

V

12

V

G C1

C2

C3

C4

G C5

C6

C7

C8

G

COM1

TX RX TX RX

COM2 COM4

RXTXTX RX

COM3

SDM

12VG

CR1000GROUND

LUG

WIRING PANEL

CAMPBELL

SCIENTIFIC

INC LOGAN, UTAH

RS-232 ( Not Isolated )

CS I/O

SN XXXXMADE IN USA

PERIPHERAL PORT

BLACK

RED

WHITE

BARE

BLACK

RED

WHITE

BARE

KPSI SERIES 500 SDI 12 TRANSDUCER

KPSI SERIES 500 SDI 12 TRANSDUCER

UPSTREAM SENSOR

DOWNSTREAM SENSOR

13

1

SDM IO 16

C3

C2

C1

I/O

+12

G G 12

11

10

765432 GGG 9 G GG8 16

15

14

G

KRYDOM RELAY GATE OPEN

KRYDOM RELAY GATE CLOSE

CH

G

+12

+12

INT

EX

T

BATTONCH

G

CH

G

OFF

CARRIER DETECT

SN XXXX

MADE IN USA

INC LOGAN, UTAH

SCIENTIFIC

CAMPBELL

+

-

+

-

GENERAL PURPOSE RELAY

AAE A201L-0

5

1

8

7

3 2

ICE CUBE GENERAL PURPOSE RELAY

PIN 7 OF EIM

PIN 15 OF EIM

PIN 8 OF EIM

4

6

PIN X2 OF EIM

GATE 1 POTENTIOMETER

WHITE

RED

BLACK

BARE

BARE

BLACK

RED

WHITE

GATE 2 POTENTIOMETER

TO 9591 WALL PLUG

MODEM CABLE PROVIDED WITH RADIO MODEM

GATE 1 OPEN

GATE 1 CLOSE

GROUND

GATE 1 POWER MONITOR

GENERAL PURPOSE RELAY

AAE A201L-0

( AAE-A201L-0 WITH SOCKET )

6

4

5

3

1

8

7

2

TO 110 VOLT POWER RECEPTICAL

110 VOLT POWER VERIFICATION

TO TB-4 RAINGAUGE

TO 110 VOLT POWER RECEPTICAL

2" to 1/12" CROSS CONNECTORS, SEE NOTES

BOXEQUIPMENTINSIDE8" x 8" x 4"NEMA 6P

RF450

RADIO

SPREAD SPECTRUM

PO

LYP

HAS

ER

TO

AN

TE

NN

A

AN

D

LOCATION TO BE HOUSED INSIDE THE STAINLESS STEEL ACTUATOR BOXES

INSTALLED INSIDE A 8" x 8" x 6" NEMA 6P BOX AT EACH GATE

(2 SSR D1DO7 SOLID STATE RELAYS 1 AAE-A201L-0 WITH SOCKET)

GATE CONTROL MODULE

STEEL PLATFORM

RF-450 TELEMETRY SPREAD SPECTRUM RADIO

TB-4 TIPPING BUCKET RAIN GAUGE W/ BIRD GUARD AND POLE MOUNTING BRACKET

PTGD1 PCT-DSXL SURGE PROTECTOR POLYPHASER

CUSTOM

700MHz TO 2.7GHz

BGYD890K PCTEL TESSCO SKU: 343349

CUSTOM LENGTH TO FIT SITE

HBL 2715 HUBBELL TWIST LOCK FLANGED INLET GENERATOR PLUG HUBBELL INSTALLED BELOW BREAKER BOX ON BACK OF METER PEDESTAL

GATE 2 POWER MONITOR

GATE 2 CLOSE

GATE 2 OPEN

GATE 2 GROUND

1 EACH

SEALED LEAD ACID

SDI-12 OUTPUT CABLE

OPEN FACE SCREEN 0.05% ACCURACY, CR10x INTERFACE WITH

WATER LEVEL SENSOR - KPSI 500 PRESSURE TANSDUCER STANDARD

CUSTOM

CUSTOM

CUSTOM

CANTEX5133164 8" x 8" x 6" NEMA 6P ENCLOSURE FOR GATE CONTROL MODULES 2 INSTALLED IN ACTUATOR BOXES

CANTEX5133712 28" x 8" x 4" NEMA 6P ENCLOSURE FOR WATER LEVEL SENSORS

CUSTOM 2

INSTALLED IN PLATFORM EQUIPMENT BOXES

FRONT & SIDE HINGED STAINLESS STEEL ACTUATOR BOXES SEE EXISTING HARNS MARSH BOXES FOR DETAILS

CUSTOM 1POWDER COATED (WHITE) STEEL ENCLOSURE 32" x 21.5" x 15" INSTALLED ON WEIR RAILING

1

CUSTOM 2POWDER COATED (WHITE) STEEL ENCLOSURE 12" x 12" x 12" ONE INSTALLED AT THE END OF EACH TELEMETRY PLATFORM

VJ1816 WEIR EQUIP. BOX 18" x 16" x 10" NEMA 6P ENCLOSURE FOR RADIO & EQUIPMENT INSTALLED IN STEEL WEIR EQUIPMENT BOX

MANUFACTURER PART #

* BNC/M-LMR 195

* CX/NM.MN.20

* GCM

* PGM

* MPM

* S.S. ACTUATOR BOXES

* STEEL WEIR EQUIP. BOX

* STEEL PLATFORM EQUIP. BOX

* THESE ITEMS ARE CUSTOM MADE AND THE ABOVE PART NUMBER ARE FOR REFERENCE FROM LOCHER ENVIROMENTAL. IF A CONTRACTOR SO CHOOSES TO MAKE HIS OWN THEY MUST PERFORM THE ABOVE STATED TASKS.

RS 232

DC POWER

18" LONG CABLE ASSEMBLY TERMINATING BNC/M TO N/M

MEASURMENT AND CONTROL MODULE WITH 4 MEG FLASH MEMORY

12V CHARGING REGULATOR & WALL CHARGER W/ 120 VOLT AC TRANSFORMER

TO 3-32 VDC SOLID STATE RELAY AND 1 AAE-A201L-0, SOCKET

STRUCTURE. CONSISTS OF SSR D1D07 (2 - 10 AMP 24-230 VAC

GATE CONTROL MODULE PANEL FOR REMOTE CONTROL GATE

VYNCKIER


TELEMETRY DETAILS

PROJECT "WEIR 57-4-6"

TELEMETRY COMPONENTS LIST

LA-MSID

LEHIGH ACRES MUNICIPAL

SERVICES IMPROVEMENT DISTRICT


BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LEE

ENGINEER OF RECORD:


PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6

LA-MSID

CROSS SECTION A-A

STA. 18+50.00

26

28

30

32

34

24

20

22

24

26

28

30

18

20

22

24

26

28

30

18

26

28

30

32

34

24

22

24

26

28

30

32

20

22

24

26

28

30

32

20

1" = 10' VERT.

1" = 20' HORIZ.

} OF CONST.

} OF CONST.

100 806020 0 20 40406080 100

CROSS SECTION B-B

STA. 19+37.99

CROSS SECTION C-C

STA. 20+00.00

34

18

22

20

18

32

34

32

34

22

20

18

34

18

(SP1-2)

SHEET FOR DETAILS

SEE WEIR ELEVATION

1/24/2016 8:22:40 PM PW:\202116\000000000053055\13.00_CAD\Homestead\ECWCD\57-4-6\Updated_Bid\C-07-X-Sections.dgnJSTARR

BYDATENO.

C-07

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

JLS

JHC

DRH LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:


PROJECT NUMBER:


FILE NAME:

4 45 27WEIR 57-4-6

DONALD R. HOLCOMB, P.E.

51970 08/2010


CROSS SECTIONS





LA-MSID

20.81

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

EXIS

T.

R/

W

19.35

SP1-1

CLASS

CONCRETE

STRENGTH (ksi)

COMPRESSIVE

MINIMUM 28-DAY

IN STRUCTURE

LOCATION OF CONCRETE

WALL CAP

CONCRETE STRENGTHS

IV f'c = 5.5

SIZE

QUANTITY MARK

ESTIMATED QUANTITES

ITEM UNIT QUANTITY

CLASS IV CONCRETE (BULKHEAD)

REINFORCING STEEL (BULKHEAD)

SHEET PILING

C.Y.

LBS.

S.F.

606

10.7

1,753

DIMENSION IS SHOWN TO THE FACE OF CONCRETE.

ARE TO THE CENTERLINE OF BARS EXCEPT WHERE THE CLEAR

2. ALL DIMENSIONS PERTAINING TO LOCATIONS OF REINFORCING

4-4 A1

1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

REINFORCING STEEL:

= 150 LB/FTã.

2. UNIT WEIGHT OF CONCRETE (INCLUDING REINFORCING)

GENERAL SPECIFICATIONS.

1. ALL CONCRETE SHALL CONFORM WITH SECTION 346 OF THE

CONCRETE:

WALLS : MODERATELY AGGRESSIVE (RESISTIVITY = 2300 OHM-CM)

ENVIRONMENT:

RESISTANCE FACTOR = 1.0

DEFLECTION CHECK: LOAD FACTOR = 1.0


WALL STABILITY: LOAD FACTOR = 1.0


STRENGTH LIMIT STATE: LOAD FACTOR = 1.5

LOAD AND RESISTANCE FACTORS:

ALL SHEET PILING IS DESIGNED BASED ON THE FOLLOWING

ALL APPLICABLE LIMIT STATES.

LOAD AND RESISTANCE FACTOR DESIGN METHOD (LRFD) USING

DESIGN METHOD:

DESIGN.

INTERNATIONAL BUILDING CODE (IBC)(2006) CHAPTER 16 STRUCTURAL

FDOT STRUCTURES DESIGN GUIDELINES, JANUARY 2010.

(4TH EDITION) AND APPLICABLE INTERIMS.

OFFICIALS (AASHTO), LRFD BRIDGE DESIGN SPECIFICATIONS

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

DESIGN SPECIFICATIONS:

EDITION) AND SUPPLEMENTS THERETO.

TIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014 OR LATEST

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICA-

GENERAL SPECIFICATIONS:

WEIR GENERAL NOTES:

ANCHOR BOLT HOLE DIAMETERS: EQUAL TO THE ANCHOR BOLT DIAMETER PLUS „"

BOLT HOLE DIAMETERS: EQUAL TO THE BOLT DIAMETER PLUS ˆ"

ANCHOR BOLTS: ASTM F1554 GRADE 36 WITH ASTM A563 GRADE A HEAVY-HEX NUTS

BOLTS: ASTM A307

WELD METAL: E70XX

STEEL PIPE: ASTM A53 TYPE E GRADE B

STEEL CHANNELS, ANGLES AND PLATES: ASTM A709, GRADE 36

STEEL W-SHAPES: ASTM A709, GRADE 50

CONCRETE PLACEMENT WITH CAP OR SLOPE PAVING.

TOUCHED UP IN THE FIELD AFTER PILE INSTALLATION AND PRIOR TO

TWO COATS SHALL BE 16 MILS (MIN.). DAMAGED COATINGS MUST BE

10'-0" BELOW THE TOP OF PILE. THE TOTAL DRY FILM THICKNESS WITH

MANUFACTURER'S INSTRUCTIONS. COAT BOTH FACES OF SHEET PILE TO

WILLIAMS "TARGUARD", OR APPROVED EQUAL, IN ACCORDANCE WITH THE

COMPRISED OF AN INORGANIC ZINC PRIMER AND TWO COATS OF SHERWIN

BOTH SHEET PILE FACES SHALL BE COATED WITH A THREE COAT SYSTEM

PILINGS MUST BE SUBMITTED AND APPROVED PRIOR TO BID OPENING.

SHALL CONFORM TO ASTM A572 (GRADE 50). ANY ALTERNATE STEEL

PILING SHALL BE A HOT-ROLLED PZC-26 SECTION. THE STEEL PILING

STRUCTURAL STEEL:

EITHER HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES

DIMENSIONS:

OF THE ENGINEER.

ALTERATIONS TO THOSE SHOWN SHALL REQUIRE WRITTEN APPROVAL

INDICATED ON PLANS. ADDITIONAL CONSTRUCTION JOINTS OR

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT LOCATIONS

CONCRETE DETAILS:

(TOTAL FINISH COATING SHALL BE 10.0 MILS DFT OVER THE PRIMER).

TNEMEC SERIES 156 ENVIROFILL AT 5.0 MILS DFT PER COAT

2) FINISH COAT - TWO COATS OF HIGH QUALITY ELASTOMERIC COATING

TNEMEC SERIES 151 ELASTO-GRIP AT 300 SF PER GALLON.

1) PRIME COAT - ONE COAT OF TWO PART WATERBORNE EPOXY PRIMER

MINIMUM OF 28 DAYS.

THE FOLLOWING COATING SYSTEM AFTER THE CONCRETE HAS CURED A

ENTIRE CONCRETE WEIR CAP SHALL BE PRIMED AND PAINTED "WHITE" WITH

CONCRETE WEIR CAP PAINT:

SECTION 400-15 OF THE GENERAL SPECIFICATIONS.

A CLASS 3 SURFACE FINISH IS REQUIRED IN ACCORDANCE WITH

CONCRETE SURFACE FINISH:

REINFORCEMENT PLACEMENT TOLERANCES.

COVER". SEE FDOT STANDARD SPECIFICATIONS FOR ALLOWABLE

PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM

CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE REINFORCEMENT

ALL CAST-IN-PLACE CONCRETE SURFACES SHALL HAVE 3" COVER.

CONCRETE COVER:

U.O.N. DENOTES "UNLESS OTHERWISE NOTED"

F.F. DENOTES "FAR FACE"

N.F. DENOTES "NEAR FACE"

E.F. DENOTES "EACH FACE"

3. CO. DENOTES COVER

REINFORCING STEEL: (CONT.)

REQUIREMENTS, AND APPLY PAINT WHERE REQUIRED TO CONCRETE.

SURFACE PREPARATION IN ACCORDANCE WITH MANUFACTURER'S

D. BID ITEM 400-4-8 SHALL INCLUDE THE COST TO FURNISH, PROVIDE

AND INSTALLATION OF THE WALKWAY AND HANDRAIL.

C. BID ITEM 400-4-8 SHALL INCLUDE THE COST OF FURNISHING

EXCAVATION REQUIRED FOR THE CONSTRUCTION OF THE WEIR.

B. BID ITEM NO. 455-133-3 SHALL INCLUDE THE COST OF ANY

CONTRACT UNIT PRICE FOR THE BID ITEMS.

IN THE INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN THE

A. PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED

BID ITEM NOTES:

HANDRAILS FOR APPROVAL.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF WALKWAY AND

SHOP DRAWINGS:

AS REQUIRED.

OR HYDRAULICALLY. DRIVE TO REFUSAL, ADDING COUPLINGS AND LENGTHS

SUPPORT POST OF STAIRWAY MODULE CAN BE DRIVEN EITHER MANUALLY

HANDRAILS:

ACCORDANCE WITH SECTIONS 416 AND 937 OF THE GENERAL SPECIFICATIONS.

ADHESIVE BONDING MATERIAL SYSTEM FOR THE ANCHOR BOLTS SHALL BE IN

ADHESIVE BONDING MATERIAL SYSTEM:

AND EXCLUDING STEEL SHEET PILING: ASTM A123.

OTHER STEEL ITEMS, INCLUDING GRATING AND RAILING (AFTER FABRICATION),

NUTS, BOLTS AND WASHERS: ASTM F2329

GALVANIZATION:

EDGES OF GRATES SHALL BE BANDED AND WELDED TO C8 x 11.5 FRAME.

GRATING SHALL BE SERRATED WITH 1" x ‰" BEARING BARS AT 1‰" O.C.

GRATING FOR WALKWAY:

IN THE BORING. THE USE OF DRIVING SHOES MAY BE REQUIRED.

CONTRACTOR SHOULD NOTE THAT CEMENTED SANDS WERE ENCOUNTERED

CONSTRUCTION NOTES:

JULY 17, 2008 (ARDAMAN FILE NO. 07-4550).

ACRES, LEE COUNTY, FLORIDA BY ARDAMAN & ASSOCIATES, INC. DATED

WIDENING FROM SOUTH OF SUNRISE BLVD. TO ALABAMA ROAD - LEHIGH

ENGINEERING SERVICES - PROPOSED STRUCTURES - HOMESTEAD ROAD

FOR SUBSURFACE INFORMATION, SEE REPORT OF GEOTECHNICAL

SUBSURFACE INFORMATION:

ANSI/AASHTO/AWS-D1.5.

WELDING SHALL CONFORM TO THE CURRENT EDITION OF

WELDING:


WEIR GENERAL NOTES

1/24/2016 8:27:08 PM PW:\202116\000000000053055\13.00_CAD\Homestead\ECWCD\57-4-6\Updated_Bid\SP1-1-Structural.dgnJSTARR

BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

50854

DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6

PHILIP W. WALKER, P.E.

LA-MSID





SP1-2

CONCRETE CAP ELEVATION - REINFORCING

A A

VIEW A-A

B B

VIEW B-B

35

30

25

20

15

35

30

25

20

15

BE

GIN

SH

EE

T

PIL

E

WA

LL

ST

A.

19

+3

7.9

9,

26.5

1' L

T.

ST

A.

19

+3

7.9

9,

31.5

7'

RT.

EN

D

SH

EE

T

PIL

E

WA

LL

WEIR AND WALKWAY ELEVATION

E

E

WALKWAY PLAN

10'-0"

2'-0"

10'-0"10'-0" 10'-0"

42'-0" 8'-0•"8'-0•"

58'-1"

31'-

0"

6" 6"

1'-0"

1'-0"

1'-0"

1'-0"

4W2 (E.F.)

4W7 (TYP.)

3'-

0"

3'-

0"

2-4W5 @ 1'-0" 2-4W5 @ 1'-0"

10-4W4 @ 1'-0"

2'-0"

8'-0" 26'-0" 8'-0"

37-4W6 (LOCATED AT EACH SHEET PILE FLANGE)

(MIN.)

3"

(MIN.)

3"

10-4W4 @ 1'-0"

1'-0"

2-4W5 @ 1'-0"

1'-0"

6'-11" 12'-0" 12'-0" 6'-11"

STAIRWAY MODULE LENGTH

AS REQUIRED (TYP.)

6"

1'-

6"

1'-

6"

3'-

0"

MODULE

12' WALKWAY

MODULE

12' WALKWAY

MODULE

8' WALKWAY

MODULE

8' WALKWAY

@ 1'-0"

8-4W4

@ 1'-0"

8-4W4

2'-0"

39'-11"

EL. 26.5

TIP EL. -5.5

4-4W2

4-4W1

4W1 (E.F.)

4W3

4W2 (E.F.)

4-4W2

4W2 (TYP.)

4W3(TYP.)

4W1

4W4 (TYP.)

4W4 (TYP.)

4W5

JOINT (TYP.)

OPTIONAL CONST.

4W8 (TYP.)

2-4W8

PILES

SHEET

TOP OF

WITH RAILINGS

3'-0" WIDE WALKWAY

2-4W82-4W8

2-4W7

4W8 3-4W7

4W1 (TYP.)

4W4

4W5

C

C

(TYP.)

2'-0" (MIN.)

2'-1" 6'-11" 12'-0" 12'-0" 6'-11" 2'-1"

SPACING

(TYP.)

1'-0"

2'-

0"

GROUND LINE

EXISTING

GROUND LINE

PROPOSED

WALKWAY COLUMN

COLUMN (TYP.)

Â WALKWAYJOINT (TYP.)

OPTIONAL CONST.

Â CONCRETE CAP

BETWEEN MODULES (TYP.)

1" (MAX.) GAP / OPENING

Â WALKWAY

Â WALKWAY COLUMN (TYP.)

PILING)

(TOP SHEET

EL. 25.5

GRATE EL. 29.0

WALKWAY TOP OFSEE NOTE 6

SHEET PILING)

EL. 23.5 (TOP (TOP CONC.)

EL. 24.5

(EL. 26.5)

TOP OF WALL CAP

MOUNT TO RAILING SCHEMATIC".

AND EQUIPMENT. SEE SHEET SP1-5 FOR "EQUIPMENT BOX

C-04 FOR GENERAL DESCRIPTION OF EQUIPMENT BOX

AND CENTERED BETWEEN RAILING POSTS. SEE SHEET

EQUIPMENT BOX TO BE MOUNTED TO TOP RAILING

FINAL POSITION AND LOCATION OF PROPOSED6.

FOR REQUIREMENTS.

CAP CONCRETE TO BE PAINTED. SEE SHEET SP1-15.

FOR WALKWAY DETAILS, SEE SHEETS SP1-4 AND SP1-5.4.

FOR WALL LOCATION, SEE SHEET C-04.3.

FOR REINFORCING BAR LIST, SEE SHEET SP1-3.2.

FOR SECTION C-C, SEE SHEET SP1-3.1.

NOTES:


WEIR ELEVATION


BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

50854

DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6


LA-MSID





SP1-3

Illustration Only.

Hook Styles Detailed on this sheet are for

BAR LIST sheet(s) in Structures Plans.

shown under A or G Heading on REINFORCING

Actual Hook Style for any particular bar will be

J Dd

Dd

Detailing Dim. Detailing Dim.Hook

A or G

A or

G

Detailin

g

Dim.

dd

Detailin

g

Dim.

Hook

A or

G

D

D

DD

BAR

SIZE

90° HOOKS

RECOMMENDED STIRRUP & TIE HOOK DIMENSIONS

DHA or G A or G

STYLE

STYLE 6 = NO HOOK

4 5

All Dimensions are out-to-out.

135° HOOKS

A or G

H

#10

#11

#14

#18

3"

4•"

5‚"

9•"

10ƒ"

12"

18‚"

24"

STYLE 1 3

10"

11"

11ƒ"

10"

2"

4•"

5‚"

4•" 4•"

10•"

5•"

3"

4•"

5‚"

3"

*

#3

#4

#5

#6

#7

#8

#9

2‚" 5" 6"

6" 4" 8"

3ƒ" 7" 5"

8" 6" 1'-0"

7" 1'-2"

6" 8" 1'-4"

1'-3" 1'-7"

1'-5" 1'-1‚" 1'-10"

1'-7" 1'-2ƒ" 2'-0"

2'-3" 1'-9ƒ" 2'-7"

3'-0" 2'-4•" 3'-5"

#3 1•" 4" 4" 2•"

#4

#5 2•" 6" 3ƒ"

#6 1'-0" 8"

#7 1'-2" 9"

#8 6" 1'-4" 6"

* Dimension is approximate.

180° 90°

BAR

SIZE A OR G J A OR G

90° HOOKS180° HOOKS

90° 135°

HOOK DETAILS

D

STIRRUPS (TIES SIMILAR)

4

MARK LENGTH

FTDESSIZE IN A/G

B C D E F H J K N

ANGNOFRINFTFRINFTFRINFTFRINFTFRINFTFRINFTFRINFTFRINFT

1

1

BAR BENDING DETAILS

TYPE 1 TYPE 4

TYPE 1 1

B

C

B

A

G

B

C D

ÔNO.

BARS

TYPE

BARS

4

4

4

4

4

4

C

B

TYPE 5

D E

W1

W2

W3

W4

W5

W6

W7

25'-6"

9'-6"

8'-7"

6'-4"

10'-4"

3'-10"

4'-5"

8

16

3

36

6

37

10

4

5

5

11

11

4 4

25'-6"

9'-6"

2'-5" 1'-6"

1'-6" 2'-6"

2'-6"3'-6"

2'-6"

2'-5" 1'-0" 1'-0"

0'-8" 0'-8"

0'-5" 0'-5"

0'-5" 0'-5"

STYLE

DETAIL D

Â ƒ" Ã HOLE (TYP.)

4 W8 8'-3" 6 11 1'-5" 3'-5" 3'-5"

1'-6" (MAX.)

THE CAP.

EXTEND V-GROOVE TO THE FOUR FACES OF2.

BE PROVIDED AT ALL CONSTRUCTION JOINTS.

WALL CAP, SEE SHEET SP1-2. A V-GROOVE SHALL

FOR OPTIONAL CONSTRUCTION JOINTS IN THE1.

WALL CAP JOINT NOTES:


CONCRETE CAP DETAILS


BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

LJM

JSR

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

50854

DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6


LA-MSID





ƒ"

V-GROOVE DETAIL

45° (TYP.)

3 SPACES @ 9" 4•"4•"

3'-0"

1'-6" 1'-6"

2'-

0"

1'-

0"

4•

"4•

"2

SP

A.

@

7•

"

(TYP.)

3" COVER

SECTION C-C

4W4

4W1 OR 4W2 (TYP.)

4W63"

PILE & Â CAP

Â STEEL SHEET

POSITIONED AT 1'-6" (MAX.) FROM ENDS OF CAP.

FLANGE (SEE DETAIL D). FIRST HOLE TO BE

OF 4W6 THRU PILING. DRILL ONE HOLE PER

FIELD DRILL ƒ" Ã HOLE FOR INSERTION

SP1-4

SEE SHEET SP1-5

FOR SECTION H-H AND VIEW J-J,

NOTE:


WALKWAY DETAILS (1 OF 2)

1/24/2016 8:40:01 PM PW:\202116\000000000053055\13.00_CAD\Homestead\ECWCD\57-4-6\Updated_Bid\BMiscStr01.dgnJSTARR

BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

CMM

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

50854

DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6


JVD LA-MSID





2" 6‚"6‚" 2"

3'-

0"

1„" Ã HOLE (TYP.)

1'-4•" SQ.

BASEPLATE - ELEVATION

BASEPLATE - PLAN

COLUMN

W10 x 49

1'-4•" x 1'-4•" x 1" Á

‚

6"

1'-

6"

1'-

6"

BONDING MATERIAL SYSTEM

BOLT SET WITH AN ADHESIVE

Â 1" Ã HEADLESS ANCHOR

(M

AX.)

1•

"

DOUBLE NUTS

LEVELING NUT

Â COLUMN

Â WALKWAY &

Â CONCRETE CAP

EM

BE

D.)

(MIN.

1'-

6"

1'-0•"

6"

10"

5" 5"

COLUMN

Â W10 x 49

BOLT (TYP.)

ƒ" Ã A307

END COLUMN - CONNECTION

C10 x 20

•" Ã A307 BOLT

8' WALKWAY MODULE (MAX.)

1"

•"•"

10"

5"5"

INTERIOR COLUMN - CONNECTION

COLUMN

Â W10 x 49

BOLT (TYP.)

ƒ" Ã A307

WALKWAY MODULE (TYP.)

(TYP.)

C10 x 20

(TYP.)

6"

BOLT (TYP.)

•" Ã A307

SECTION E-E

3'-3"

10"

2•"

W10 x 49

10"

2•

"5"

C8 x 11.5

Â WALKWAY & Â COLUMN

GRATING

2•"

2•"

1'-7•"1'-7•"

BOLT (TYP.)

ƒ" Ã A307

C10 x 20

BOLT (TYP.)

•" Ã A307

6"

L2 x 2 x ‚

2•

"

Â CONCRETE CAP

11'-11"

3'-

0"

3'-11•" 4'-0" 3'-11•"

(TYP. ALL CORNERS)

SEE DETAIL A

F

F

FRAME (FULLY WELDED) (TYP.)

C8 x 11.5 MITERED

(TYP.)

L2 x 2 x ‚

(TYP. 4 PLACES)

BOTTOM FLANGE

Œ" Ã HOLE IN

TO C8 FRAME

GRATING WELDED

1" x ‰" SERRATED

1…

"

6"

1'-9" 4'-2•" 4'-2•" 1'-9" HANDRAIL POST SPACING

12' WALKWAY MODULE

7'-11"

3'-11•" 3'-11•"

3'-

0"

(TYP. ALL CORNERS)

SEE DETAIL AFRAME (FULLY WELDED) (TYP.)

C8 x 11.5 MITERED

TO C8 FRAME

GRATING WELDED

1" x ‰" SERRATED

F

F

G

G

(TYP. 4 PLACES)

BOTTOM FLANGE

Œ" Ã HOLE IN

(TYP.)

L2 x 2 x ‚

1…

"

6"

1'-9" 4'-5" 1'-9" HANDRAIL POST SPACING

8' WALKWAY MODULE

DETAIL A

Â WALKWAY

2"

SECTION F-F

C8 x 11.5

ENDS TO C8 FRAME)

(MITER AND WELD

L2 x 2 x ‚

3'-0"

1'-6" 1'-6"

BEARING BARS AT 1‰" O.C.

SERRATED GRATING 1" x ‰"

3'-

0"

G

H H

STAIRWAY MODULE

AS REQUIRED

8" TREADS

GJ J

1" GALV. STEEL NOSING

C8 x 11.5 CHANNEL WITH

PLATE STRINGERS

3" 1'-3" 1'-3" 3"

1•

"1•

"5"

BOLTS W/ WASHERS

MODULE FOR (6) •" Ã

EACH 8'-0" WALKWAY

DRILL ONE END C8 OF

VIEW G-G

Â WALKWAY

1…"

HOLE (TYP.)

Œ" Ã

SP1-5


WALKWAY DETAILS (2 OF 2)

1/24/2016 8:43:18 PM PW:\202116\000000000053055\13.00_CAD\Homestead\ECWCD\57-4-6\Updated_Bid\BMiscStr02.dgnJSTARR

BYDATENO.

NO.


1

2

3

4

5

DESIGN BY:

DRAWN BY:

CHECKED BY:

DATE: CLIENT:

PROJECT:

COUNTY:

DATE:

DATE:

CMM

JVD LEE

12/2009

12/2009

12/2009

ENGINEER OF RECORD:

FLORIDA REG. NO.:

50854

DATE:

PROJECT NUMBER:


FILE NAME:

27454WEIR 57-4-6


JVD LA-MSID





1'-6"

3'-

6"

1'-

4"

1'-

1"

1'-

1"

CLEARANCE

4" (MAX.)

ELEVATION

SEE DETAIL K SEE DETAIL K

TYPICAL HANDRAIL

4" KICK PLATE

R=9" (TYP.)

POST (TYP.)

X-STRONG

2" NPS

CJP (TYP.)

MODULES

SEE WALKWAY

6'-0" (MAX.)

FOR SPACING

2" NPS STD. RAIL (TYP.)

MOUNTING BRACKETS (SEE NOTE 1)

HOLE FOR ATTACHMENT OF EQUIPMENT BOX

OF CHANNEL (SEE NOTE 1)

BRACKET. HOLE TO BE AT MID-HEIGHT

HOLE FOR ATTACHMENT OF EQUIPMENT BOX

HOLE SIZE AND POSITION SHALL BE DEFINED IN WALKWAY SHOP DRAWINGS.

BOX MOUNTING BRACKET ATTACHMENT REQUIREMENTS WITH WALKWAY FABRICATOR.

MAXIMUM ALLOWED HOLE DIAMETER SHALL BE Œ INCH. COORDINATE EQUIPMENT1.

NOTE:

2" 2"

‚"

CL

R.

(2) ‚" U-BOLTS PER POST

‚" x 4" KICK PLATE W/

1" GRATING

‰

‚

‰

HANDRAIL POST CONNECTION

C8 x 11.5

L

L

DETAIL K

2" NPS X-STRONG POST

Â POST

2•" NPS STD. PIPE SLEEVE

WELDED TO PIPE. PROVIDE •" Ã HOLE IN SLEEVE.

90° BETWEEN CENTERS WITH THREADED BOSS

(2) …" Ã TYPE 316 SST HEX. HEAD CAP SCREWS

(TYP.)

(TYP.)

‚"

2"

2"

1"

1•"

HANDRAIL POST CONNECTION

‚"

CL

R.

(TYP.)

SECTION L-L

C8 x 11.5

KICK PLATE

Â POST

L 3• x 2• x …

Â ƒ" Ã WEEP HOLE

‚

6"

GRATING

1"

L2 x 2 x ‚

ƒ" 8"

4"

HOLES FOR POST SUPPORT

45°

8•"

•"

HANDRAIL NOT SHOWN FOR CLARITY

SECTION H-H

PLATE STRINGERS (TYP.)

PLATE NOSING WELDED TO

TREADS WITH 1" CHECKERED

1" x‰" SERRATED GRATING

PLATE STRINGERS

WELDED TO

C8 x 11.5 CHANNEL

TO C8 x 11.5 CHANNEL

NOSING 1" HIGH WELDED

CHECKERED PLATE

#

RIS

ER

S

AS

RE

Q'D.

8"

RIS

ER

S,

8" T

RE

AD

•" STEEL PLATE STRINGERS

8' WALKWAY MODULE

STEEL END CAP

2" GALV.

RAIL CONNECTION (TYP.)

•" Ã U-BOLT

45°

R=2"

2" NPS STD. RAIL

Â END COLUMN

CONCRETE CAP

VIEW J-J

FR

OM

ST

EP

NO

SIN

GS)

2'-

10" (

ME

AS

UR

ED

SUPPORT POST

2" NPS X-STRONG

OF

TR

EA

D)

LIN

E

TO

TO

P

(F

RO

M

GR

OU

ND

8" (

MA

X.)

MOUNTING BRACKETS

WALKWAY CHANNEL

TOP HANDRAIL PIPE

EQUIPMENT

BOX WITH

EQUIPMENT

EQUIPMENT BOX MOUNT TO RAILING SCHEMATIC

AND MOUNTING BRACKET SHALL BE BY OTHERS.

INCLUDING THE EQUIPMENT BOX, EQUIPMENT TO BE INSTALLED

ALL HARDWARE ASSOCIATED WITH THE EQUIPMENT BOX3.

THE 150 LB. WEIGHT LIMIT.

EQUIPMENT BOX WITH EQUIPMENT DOES NOT EXCEED

SHOP DRAWINGS SHOWING THAT TOTAL WEIGHT OF

CONTRACTOR SHALL SUBMIT TABULATION WITH WALKWAY2.

INSTALLED SHALL BE 150 LBS.

MAXIMUM WEIGHT OF EQUIPMENT BOX WITH EQUIPMENT1.

NOTES:

X.XX

X.XX

X.XX

X.XX

NOTES:

1. ALL STEEL TO BE 14 GAUGE EXCEPT WHERE NOTED.

2. LID IS IN FULLY OPEN POSITION

X.XX

1" STEEL FLANGE (TYP.)

1/4" NUT AND BOLT

ATTACHED TO SIDE (TYP.)

STEEL SUPPORT PROPED ON STEEL

FLANGE TO SUPPORT LID IN

OPEN POSITION (TYP.)

1/4" PANEL HINGE TO RUN

ACROSS ENTIRE BACK OF LID

THRU BOLTED

3/16" STEEL BASE TO BE 3/4"

ABOVE BOTTOM EDGE

X.XX

FRONT VIEW

EXTENDED STEEL PLATE

TO MOUNT AHEAD OF RAIL

BOTTOM EDGE

HANDLES WELDED TO LIT

STEEL BOX TO PROTECT

LOCK & LATCH

X.XX

X.XX

X.XX

X.XX

X.XX

X.XX

X.XX

1" ANGLES AROUND

ENTIRE BOTTOM


ABOVE BOTTOM EDGE

STEEL SUPPORT

NOTES:


2. LID IS PARTIALLY OPEN.

ISOMETRIC VIEW


1/4" PANEL HINGE

THRU BOLTED

BOTTOM EDGE

4" KEY SLOT FOR LATCH


LOCK & LATCH

X.XX

X.XX

RX.XX

1/4" PANEL HINGE TO RUN ACROSS

ENTIRE BACK OF LID (W/ 1"

OVERHANG) THRU BOLTED

X.XX

X.XX

NOTES:



SIDE VIEW

STEEL SUPPORT

1/4" NUT AND BOLT





ABOVE BOTTOM EDGE

BOTTOM EDGE

X.XX

X.XX


LATCH (TO BE PROTECTED BY

STEEL BOX FOR LOCK

ATTACHMENT)


LOCK & LATCH

ACTUATOR BOX DETAILS:

ACTUATOR BOX DIMENSIONS TO BE COORDINATED WITH WEIR GATE AND

ACTUATOR SUPPLIER SHOP DRAWINGS REQUIRED TO ASSURE PROPER FIT

32.50

21.50

15.00

11.50

NOTES:


2. LID IS IN FULLY OPEN POSITION

32.00


1/4" NUT AND BOLT


STEEL SUPPORT PROPED ON STEEL

FLANGE TO SUPPORT LID IN

OPEN POSITION (TYP.)

1/4" PANEL HINGE TO RUN

ACROSS ENTIRE BACK OF LID


ABOVE BOTTOM EDGE

4.50

FRONT VIEW


TO MOUNT AHEAD OF RAIL

BOTTOM EDGE

HANDLES WELDED TO LIT


LOCK & LATCH

7.00

4.00

5.00

21.50

15.00

R4.00

1/4" PANEL HINGE TO RUN ACROSS

ENTIRE BACK OF LID (W/ 1"

OVERHANG)

20.50

15.00

NOTES:



SIDE VIEW

STEEL SUPPORT

1/4" NUT AND BOLT





ABOVE BOTTOM EDGE

BOTTOM EDGE

4.00

7.00


LATCH (TO BE PROTECTED BY

STEEL BOX FOR LOCK ATTACHMENT)


LOCK & LATCH

20.50

15.00

21.50

32.00

1" ANGLES AROUND

ENTIRE BOTTOM


ABOVE BOTTOM EDGE

STEEL SUPPORT

NOTES:



ISOMETRIC VIEW

EXTENDED

STEEL PLATE

1/4" PANEL HINGE

BOTTOM EDGE



LOCK & LATCH

EQUIPMENT ENCLOSURE DETAILS

NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR EQUIPMENT ENCLOSURE BOXES PRIOR TO FABRICATION

10' (MAX)

VARIES

NOTE:

THE FILTER FABRIC SHALL BE TYPE D-6 IN ACCORDANCE WITH FDOT DESIGN

STANDARDS INDEX No. 199. COST OF HOLES, WIRE MESH, AGGREGATE, FILTER

FABRIC AND SAND SHALL BE INCLUDED IN THE COST FOR SLOPE PAVEMENT.

6x6 - W3xW3

WELDED WIRE

REINFORCEMENT

2'

1'

1'

(M

AX

)

NOTE:

CONTRACTION JOINTS SHALL BE SPACED PER INDEX FDOT INDEX# 281.

TOP OF BANK

1'

2'

VARIES

1

L

(

V

A

R

I

E

S

)

L

/

3

L

/

3

(

1

0

'

M

A

X

)

CANAL TOE OF

SLOPE

1'

FILTER FABRIC

6x6 - W3xW3

WELDED WIRE

REINFORCEMENT

SLOPE PAVEMENT DETAIL

N.T.S.

WRAP AROUND EMBANKMENT

CONTINUOUSLY TO EDGES OF

CONCRETE PAVEMENT (TYP)

CLEAN FREE-DRAINING

SAND (<5% PASSING

NO. 200 SIEVE

6"

18" UPSTREAM

30" DOWNSTREAM2.5' RUBBLE RIP RAP

8"

12"

WELDED WIRE


W3 X W3

FILTER FABRIC SHALL BE

TYPE D-2 IN ACCORDANCE

WITH FDOT DESIGN

STANDARDS INDEX No. 199

OR APPROVED EQUAL

(TUCKED UNDERNEATH

FOOTER)

CANAL BOTTOM FOOTER DETAIL

N.T.S.

(1) #5

REINFORCEMENT ROD

VARIES

8"

12"

WELDED WIRE


W3 X W3

CANAL BANK FOOTER DETAIL

N.T.S.

24"

(1) #5

REINFORCEMENT ROD

6" CONCRETE

12" SHELL GRADE

12" STABILIZED SUBGRADE

6'-0"

TYPE A1

BEDDING

PER FDOT

SEC. 125-8.3.2.2

FILTER FABRIC STRIP

CLASS "D" TYPE "D-3"

PER FDOT INDEX 199

(PAYMENT INCLUDED IN

PIPE PRICES)

VARIES

6" EXCAVATED MATERIAL

FREE OF ORGANIC MATTER

PER FDOT SEC. 125-8.3.2.1

38"x60" ERCP

38"x60" ERCP

6'-0"

TRENCH SECTION DETAIL

TRENCH LIMITS

24'-0"

12'-0"

1.00'

2.00'

DRAIN HOLE FORMED WITH

4" DIA. PIPE @ 8'-0"

CENTERS (STAGGERED)

4

"

1 SQ. FT GALV. WIRE

MESH (1/4" OPENING,

CENTERED OVER END

OF PIPE AND SECURED

WITH S.S. PIPE BANDS)

CLEAN FREE-DRAINING SAND

(<5% PASSING No. 200 SIEVE)

FILTER

FABRIC

#6

AGGREGATE

DRAIN DETAIL

N.T.S.

6

"

T

H

I

C

K

C

O

N

C

R

E

T

E

S

L

O

P

E

P

A

V

E

M

E

N

T

6

"

T

H

I

C

K

C

O

N

C

R

E

T

E

S

L

O

P

E

P

A

V

E

M

E

N

T

LA-MSID RIGHT OF WAY

14-0261

4 45-S27-E

LEHIGH ACRES MUNICIPAL

SERVICES IMPROVEMENT DISTRICT

601 EAST COUNTY LN.


(239) 368-0044

(239) 368-3412

DS 01-2016

PJMM 01-2016

DS 01-2016

WEIR 57-4-6

REPLACEMENT

LEE

11

CONTROL STRUCTURE

& SLIDE GATE DETAILS

contruction plans for · c-02 n 0 100 feet 400 57-4-3 canal 57-4-4 c ana l 57-4-6 canal 57-4-2...

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